PROBLEM 4.5-16 PProb. 4.5-16. The aluminum-alloy shaft AD in Fig. P4.5-16(G = 3.8 × 10° ksi) has a 40-in. long tubular section AC andd.D(3)2 kip-in.30 in.(2)TA20 in.20 in.P4.5-16 a 30-in.-long solid section CD. The diameters are (d.)1(d,), = dz = 2.0 in. and (d;), = (d;)2 = 1.75 in. A 2 kip · in.torque acts at section B. What is the allowable torque TA 20 that may be added at end A if the angle of rotation at Ais not to exceed (da)allow = 0.10 rad, and the magnitude ofthe shear stress is not to exceed Tallow = 4 ksi anywhere inthe shaft?

polar moment of inertiasegment 1 IP1=p32d14-d24=p3224-1.754 IP1 =65.0024×10-2…

Answered: i) has a 40-in. long tubular section do

Engineering

Civil Engineering

i) has a 40-in. long tubular section do

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

PROBLEM 4.5-16

PProb. 4.5-16. The aluminum-alloy shaft AD in Fig. P4.5-16
(G = 3.8 × 10° ksi) has a 40-in. long tubular section AC and
d.
D
(3)
2 kip-in.
30 in.
(2)
TA
20 in.
20 in.
P4.5-16

a 30-in.-long solid section CD. The diameters are (d.)1
(d,), = dz = 2.0 in. and (d;), = (d;)2 = 1.75 in. A 2 kip · in.
torque acts at section B. What is the allowable torque TA 2
0 that may be added at end A if the angle of rotation at A
is not to exceed (da)allow = 0.10 rad, and the magnitude of
the shear stress is not to exceed Tallow = 4 ksi anywhere in
the shaft?

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